Laserfiche WebLink
HOURLY PRODUCTION <br />• Hauling Canacity : <br />Scraper Payload (weigh) Basis <br />Material weight <br />Material description <br />USER-PROVIDED WEIGHT DATA <br />2.075 oounds/LCY <br />Rated payload : 75, 000 pounds <br />Payload capacity : 36.14 LCY <br />• <br />Travel time <br />Road condition description :Rutted dirt little maintenance, no water, 2' fire <br />Haul Route <br />sheet 2 of 2 <br />MS <br />iaaper Bowl (volume) Basis <br />Struck volume : 21.00 LCY <br />Heaped volume : 31.00 LCY <br />Average volume : 26.00 LCY <br />Adjusted capacity : 26.00 LCY *'* <br />hourly productiat reflects vdume per scraper pa'v m push-pWl models <br />Cvcle Time : ob Condition Corrections : Site altitude (ft.) : 7,500 <br /> Scraper ~ Push dozer ~ Source <br />Scraper loading time * : 1.00 minutes Aftftude adj.: 1.000 NA (Cat HB) <br />Maneuver and spread time : 0.60 minutes Job eifiaenq : 0.830 NA (Cat HB) <br />-load Ume per scraper pair on pusnyull models Net CAmeCtlOn : 0.830 NA <br />Seg. # Haul distance (feet) ~ Grade (%) I Roll. res. (%) Total res. (%) ~ Velocity (fpm) Travel time (minJ*' <br />1 4,500 -9.90 5.00 0.60 2952 1.70 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Haul time : 1.70 minutes <br />Return route <br />"travel time for each segment is adjus[etl for acceteratioNdeceleraBOn. Return time <br />table veloch{es are max. attainable per total resistance stwvm, 'rot average <br />Total scraper team cycle lime (load + haul + maneuver and spread + return) : <br />Unadjusted unit producliordhour : 518.98 LCY/hour `** Adjusted for job conditions <br />Optimal number of scrapers per push dozer : NA Selected rwmber of scrapers <br />Adjusted single scraper team (und) twurly production <br />Adjusted multiple scraper team (fleet) hourty production : <br />2.71 minutes <br />6.01 minutes <br />430.75 LCYthour <br />2 srxaper(s) <br />430.75 LCYlhour <br />861.51 LCY/hour <br />• JOB TIME AND COST <br />Fleet size : 2 Team(s) <br />Unit cost : $1.603 /LCY <br />. , '; <br />Total job time : 10.45 Hours <br />Total job cost : $14,430 := <br />!li". <br />/3-/- 72 <br />